間架式建築 的英文怎麼說

中文拼音 [jiānjiàshìjiàn]
間架式建築 英文
frame-panel building
  • 間 : 間Ⅰ名詞1 （中間） between; among 2 （一定的空間或時間里） with a definite time or space 3 （一間...
  • 架 : Ⅰ名詞1 （用來放置東西或支撐物體等的東西; 架子） frame; rack; shelf; stand 2 （毆打; 爭吵） fight;...
  • 式 : 名詞1 （樣式） type; style 2 （格式） pattern; form 3 （儀式; 典禮） ceremony; ritual 4 （自然科...
  • 建 : Ⅰ動詞1 （建築） build; construct; erect 2 （建立; 設立; 成立） establish; set up; found 3 （提出;...
  • 築 : 築名詞（貴陽的別稱） another name for guiyang
  • 架式 : rack
  1. Abstract : the paper probed the analysis on the adding mode of perpendicular load in multistorey building structures, the bending moment of frame side beams and the top, the bending moment of secondary beams, the difference between the tie - beam, plane - frame analysis and the space analysis on the path of conduct force, ect. it can be used as a reference when probing these problems

    文摘:討論了在多項高層建築結構分析中垂直荷載加載模式的選擇，框架邊梁和次梁端部的彎矩計算，連梁問題和平面框架分析與空間分析在傳力路徑上的差別以及單片剪力墻平面外彎矩等問題，可供同類結構內力分析時參考
  2. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  3. This paper related to a practical project that a high school is big bay building with teaching, experiment and studying, aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), and the building loading much ( the building " self - weight is over the 9. 0 kn / m2 ). compared to r. c. rectangle columns, studying the aseismic performance of the r. c. special - shaped columns pure frame structure, the r. c. special - shaped columns frame - truss structure and the r. c. special - shaped columns frame - shear wall structure

    本文，結合某中學大開間教學實驗綜合樓的具體工程，就抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（類場地） ，並且建築物所受荷載較大的情況（建築物自重超過9 . 0kn m ~ 2 ） ，通過與矩形柱分析比較的方式，研究了異型柱純框架結構、異型柱框架-桁架結構，以及異型柱框架-剪力墻結構的抗震性能。
  4. To meet the demands for large space and flexible compartmentation of buildings, laminated vierendeel trusses are adopted in high - position transfer story structures. first the bearing characteristics are analyzed, in which reasonable stiffness ratio of the upper chord, middle chord, and lower chord is derived. then combined with an actual engineering model ( 1 8 similar ratio ), the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted, in which one model adopts reinforced concrete, and the other adopts prestressed concrete and shape steel concrete. seismic behaviors are analyzed, including inter - story displacement, base shear - displacement skeleton curves, and equivalent viscosity - damping curves. a program is programmed to carry out the elasto - plastic dynamic analysis, and displacement time - history curves of the two models are derived. the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors. it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures. finally, some design suggestions are put forward, which can be referenced by similar engineering

    為滿足建築物大空間和靈活隔斷要求，在高位轉換層結構中採用迭層空腹桁架結構.首先分析了其受力性能，得出了空腹桁架各構件合理的截面剛度以及布局形式.然後結合一實際工程，進行了兩榀迭層空腹桁架轉換結構模型（ 1 : 8相似比）的豎向荷載下靜力試驗以及擬動力試驗.其中一榀為普通混凝土迭層空腹桁架，另一榀配置了預應力和鋼骨混凝土，對比分析了兩模型的層間位移比、骨架曲線以及等效粘質阻力系數等抗震性能的比較，並進行了彈塑性動力分析.試驗和分析結果表明，配置預應力和型鋼混凝土的迭層空腹桁架轉換結構具有良好的抗震性能，可以成功地解決迭層空腹桁架作為轉換層結構所產生的弊端問題，最後對這類轉換層結構提出了相應的設計建議
  5. The landmark building organize the city space, and the image of city is a psychological scheme in the mind when people cognize the city space

    標志性建築是組織城市空間的框架，城市意象是人們對城市空間認知的心理圖式。
  6. Then based on mingtang style, a new folk style of architecture appeared in ancient china. whil, we are observing the five phoenix building of ke jia clay building, we may understand the subtle association between it and the “ four beam three houses style ”. on the other hand, the latter inherits the crossing - - connecting principle of mingtang

    在明堂形制的基礎上，民居的「四架三間平房」式的建築出現，它是中國古代所有建築的最小基準單位。反觀客家圍屋，其五鳳樓構造與四架三間形式有著微妙的聯系，同時又繼承了明堂的縱橫五堂原則。
  7. The comparative analysis is made firstly, which shows that the truss arch aqueduct can be built on the weak foundation and is also satisfied with the demand for large span length and the great discharge ability, so the type of aqueduct is a better for the project. then the finite element program ( super sap93 ) is applied to the structural analysis of the space structure

    首先通過對常用渡槽結構型式的對比分析，闡明該渡槽是一種可在軟弱地基上修建的、能滿足大跨度、大流量要求、適用於南水北調中線工程的排水建築物，然後運用有限元分析程序supersap93對桁架拱空間結構進行了受力分析。
  8. The neglecting of the social contact activities in the design process will bring on a series of social problems, such as make the residents indifferent to each other, and the environments lack of spirits. in order to solve these existing problems, this thesis focus on the social contact space of neighborhood in the residential area, take the point of the architectural spatial view, and the study is based on the relationship between social contact activities and the environment. the study process is : first of all, the social contact space is divided into three levels, according to the territory and proximity of people, the communication ways which are different in space scale, and the attributes of the residents

    針對這種情況，論文以居住小區鄰里交往行為與空間環境的關系為基礎，從建築空間角度對城市居住小區戶外鄰里交往空間進行系統研究，具體的研究過程是：首先，根據人們在鄰里交往空間中不同領域范圍交往活動的心理感受、交往方式、交往人群的差異，將居住小區戶外鄰里交往空間劃分為公共? ?半公共? ?半私密三個層層銜接的基本空間層次，即鄰里中心交往空間，宅前交往空間和戶前交往空間，以此作為論文研究的基本框架。
  9. It is necessary to carry on abnormal design, that is to disposal transfer floor structure where vertical structure changes. upside smaller room and downside larger room to stagger axes of high - rising buildings. or upside shear - wall and downside frame to meet difference of structure systems

    當高層建築下部豎向結構體系或形式與上部樓層差異較大，或者下部樓層豎向結構軸線距離擴大或上、下部結構軸線錯位時，就必須在結構改變的樓層布置水平轉換層結構，進行「反常規設計」 ，將上部布置小空間，下部布置大空間；上部布置剛度大的剪力墻，下部布置剛度小的框架柱，以滿足建築功能的要求。
  10. In order to reveal load mechanism and failure mode of thick pile caps, by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina, this paper points out the shortage, which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02, promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie, which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts, while tension ties are used to model longitudinal reinforcement over pile

    摘要為揭示厚承臺的傳力機理和破壞形式，通過對4個1 : 5比例的六樁厚承臺的模型試驗研究與三維非線性有限元adina的后處理研究，指出中國建築樁基技術規范jgj94 - 94與美國鋼筋砼房屋建築規范aci318 - 02規范中，承臺以彎曲強度進行配筋計算的設計方法之不足，揭示出厚承臺的破壞模式是沖切破壞，傳力機理是以帶有主要單向壓應力的砼區域作斜壓桿，樁頂區域的縱筋作拉桿的空間桁架。
  11. Chapter three : puts forward three characteristics of construction technique principle, and point out it ' s function of the design of space structure art form hi the artistic and the expression of structural principle, then from the construction system of development, space construction form of quest, new space construction system several aspects, and discusses the progress of construction technique will ultimately promote the development and creation of the design of long - span architectures

    第三章：提出了結構技術這一理念的三項特徵，指出結構理念在空間藝術形式創作中的作用以及如何架構與表達結構理念，然後從結構體系的發展、空間結構形式的探索、新型空間結構體系幾方面論述結構技術的不斷進步將推動大跨度建築形態的發展和創新。
  12. Application and study on portal frame light steel structure in large - space building

    門式剛架輕型鋼結構在大空間建築中的應用研究
  13. The first section of this thesis is mainly on theory, discourses on the necessity, the contents, the methods, the process and the conclusion of architectural programming of space composing in high - rise office building. the thesis also carries on deep research to quantitative analysis and scheme apraising ， provide a set of easily operating method modes ， attempt to establish the system of architectural programming of space composing in high - rise office building, lay a foundation for furthering researching in future

    論文第一部分是理論篇，從高層寫字樓空間組成建築策劃研究的背景、必要性、內容、方法程序、結論等方面論述，同時對量化分析和方案評價兩個部分進行了深入的研究，提供了一套操作性很強的方法模式，試圖建立高層寫字樓空間組成建築策劃的系統框架，為將來進一步深入研究打下基礎。
  14. On the basis of the fundamental thinking and frame of these learning theories, this text intends to study completely the good environment of huizou folk domicile in all - directions and many angles, discuss the condition factors forming of good culture and ecology environment of huizou folk domicile village, discuss the question of reciprocity and interrelation of these factors and forming village total space characteristic, discuss different function methods and function degree of all correlating factor in the building environment

    本文擬在這些學術理論的基本思路和框架基礎上對徽州民居良好的環境進行全方位多角度的全面研究，探討形成徽州民居村落良好的文化、生態環境的條件要素以及其與村落整體空間特色形成和塑造的相互作用和相互關系問題，論述了各種相關因素在建築環境中不同的作用方式和作用力度。
  15. Mega - frame is composed of mega - frame which is the main structure and floor - frame which is the minor. mega - frame has characteristics of great rigidity, superior property as a whole, clear - cut transmitting mechanism, flexible using space, economical building materials, low prices and high speed of construction and so on. because of its efficiency, flexibility and economization, mega - frame has become one of the most promising structure systems for tall buildings

    巨型框架結構由作為主結構的巨型框架和作為次結構的樓面框架構成，它具有側向剛度大，整體性能好，傳力明確，使用空間靈活，節約材料，降低造價，施工速度快等特點，是一種集高效性、靈活性和經濟性為一體的新型高層建築結構體系，因而成為適合建造高層與超高層建築的最有前途的結構形式之一。
  16. By the means of concluding, deducting, analogy and reasoning, this paper exposes some basic legal attributes of domain names and brands, it also analyses the represent forms, the primary causes of the right conflict and the idea of conflict resolution. furthermore, from the angle of theory, practice, legislation and unusual cases, this paper goes deep into the optimum frame pattern of conflict resolution in order that we can use some international usual methods, mature theories and treaties for reference, combining judicial practices in our country and others to establish the theories to protect the knowledge property right in the internet space. therefore, we can improve the disadvantage status of the lag of lawmaking and accelerate a more perfect knowledge property right law

    通過歸納、演繹、類推、論證等方式，揭示了域名與商標的一些基本法律屬性，分析研討了域名與商標權沖突的表現形式，沖突的主要原因及解決沖突的理念分析，並從理論、實踐、立法、特例等角度深入研究論證了構築解決沖突的最佳框架模式，目的在於借鑒國外與國際通行的作法與較成熟的理論和國際條約之規定，結合國內外司法實踐，以期構建我國保護internet網路空間知識產權的理論，改善我國此方面立法相對滯后的不利現狀，促進我國知識產權法的更加成熟與完善。
  17. This article emphasizes on analyzing different angles of supply and demand of governmental public goods respectively, such as the influence factors, mechanism, degree. then it analyzes the relationship of all concerned and joined bodies, sets up a mode chart of academic relationship, constructs operation frame of governmental public goods, and finally discusses the supply and demand status of some certain public goods

    本文著重分析了政府公共產品供給與需求各自的影響因素、機制、程度等各個方面，然後就各參與主體之間的關系進行了分析，建立了一個理論關系模式圖，構築政府公共產品的運行框架，進而探討某些具體公共產品的供求狀況。
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